Part 8 of 9 - 962-003_Mare Island_BD_FULL_2026-05-104.pdf

IMHOFF ROAD

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

2' F

R O

M B

AC

K

O F

C U

R B

TO

F

EN

C

E

LI

N E

3' F

R O

M F

EN

C

E

LI

N E

3' F

R O

M F

EN

C

E

LI

N E

3' F

R O

M F

EN

C

E

LI

N E

3' F

R O

M F

EN

C

E

LI

N E

2' F

R O

M B

AC

K

O F

C U

R B

TO

F

EN

C

E

LI

N E

3' F

RO

M

F

EN

CE

L

IN

E

3' F

R O

M B

AC

K

O F

C U

R B

3' F

R O

M B

AC

K

O F

C U

R B 3'

F R

O M

B

AC

K O

F C

U R

B

3' F

R O

M B

AC

K

O F

C U

R B

3' F

R O

M B

AC

K

O F

C U

R B

2' F

R O

M B

AC

K

O F

C U

R B

Af

Mg

Me

Me

Mg

Af

Me

Ru

Ru

Ra

Ra 34

Ra

Ra

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca la c ad fi le s\ _0 sh ee ts

\1

_p ln t.d w g ed it:

js ch m itz er le s av ed :4

/2 8/

:1

PM

p lo t:5 /4

/2

2:

P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

N

0 20' 40'

LEGEND

RESTORATION SITE PLAN

LP101

PROPERTY LIMITS

CONSTRUCTION LIMITS

BURIAL AREA

FENCE

SOD WITH IRRIGATION

HYDROMULCH

ROCK MULCH

RETAINING WALL

FLOWER WATERING STATION

M

AT

C H

LI

N

E

- S

H

EE

T

LP

BF DV

SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT. SIZE

TREES

Af 10 PEPPERMINT TREE

AGONIS FLEXUOSA B&B 2 - 1/2" CAL.

Mg 5 GREEN SHOWERS MAYTEN TREE

MAYTENUS BOARIA 'GREEN SHOWERS' B&B 2 - 1/2" CAL.

Me 11 NEW ZEALAND CHRISTMAS TREE

METROSIDEROS EXCELSA B&B 2 - 1/2" CAL.

SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SIZE

DECIDUOUS SHRUBS

Ru 94 SUNBEAM VERANDA® ROSE

ROSA X 'KORFLOCI52' CONT. 2 GAL.

Ra 166 JOLIE VERANDA® ROSE

ROSA X 'KORFLOCI54' CONT. 2 GAL.

PLANT SCHEDULE CEMETERY

AZU

AR R

OAD

AZU

AR R

OAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\

_0 ca d fil es s he et s\

1_ de m o

- p ar ki ng

.d w dv an cu ra av ed

:5 /4

/2

:2 lo t:5

/4 /2

2:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

N

0 20' 40'

LEGEND

PROPERTY LIMITS

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING WATERMAIN

EXISTING ELECTRIC

EXISTING FENCE

EXISTING FENCE?

EXISTING HYDRATE AND GV

EXISTING STORM SEWER INLET

REMOVE EXISTING BITUMINOUS

PAVEMENT

REMOVE EXISTING CONCRETE

SIDEWALK

REMOVE EXISTING RETAINING

WALL

REMOVE TREE

PROTECT TREE

REMOVE UTILITY

SAWCUT EXISTING BITUMINOUS

PAVEMENT

KEY NOTES

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AREAS FROM

THE PUBLIC.

2. UTILITIES SHOWN ARE FOR INFORMATIONAL USE ONLY AND ARE

NOT GUARANTEED IN THEIR ACCURACY. VERIFY ALL UTILITIES

PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY

DISCREPANCIES WITHIN 24 HOURS OF DISCOVERY.

3. ALL UNDERGROUND UTILITIES MUST BE LOCATED PRIOR TO

EXCAVATION OR GRADING ON SITE. CALL USA NORTH 811 AT

1-800-642-2444 AT LEAST 48 HOURS PRIOR TO EXCAVATION TO

SCHEDULE UTILITY LOCATIONS ON SITE. CONTRACTOR TO REPAIR

ANY DAMAGED UTILITIES AT NO COST TO OWNER.

4. SAWCUTS SHALL BE PERPENDICULAR TO CURB LINE.

DEMOLITION PLAN - PARKING

CD201

1 REMOVE EXISTING RETAINING WALL.

REMOVE EXISTING TREE.

REMOVE EXISTING BITUMINOUS PAVEMENT.

REMOVE EXISTING CONCRETE SIDEWALK.

REMOVE EXISTING FENCE.

SAWCUT BITUMINOUS PAVEMENT PERPENDICULAR

TO TRAVEL DIRECTION.

REMOVE EXISTING WATER MAIN.

REMOVE EXISTING HYDRANT AND CONCRETE

BOLLARDS.

REMOVE EXISTING RAMP AND RETAINING WALLS.

REMOVE EXISTING CONCRETE CURB.

M

AT

C H

LI

N

E

- S

H

EE

T C

D

BF DV

EXISTING

TUNNEL

TO REMAIN

AR R

OAD

AZU

AR R

OAD

20.00

24.00

20.00

6.00

.00

24.00

11 SPACES

10 SPACES

R

.0

R15.00

R39.00

R15.00

R15.00

R

.0

R

.0

R

.0

.00

.5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\

_0 ca d fil es s he et s\

1_ si te pa rk in g.

dw dv an av ed :5

/4 /2

1:

P M lo t:5 /4

/2

2:

P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

N

0 20' 40'

SITE PLAN - PARKING

CS201

LEGEND

KEY NOTES

LEGEND

KEY NOTES

PROPERTY LIMITS

CONSTRUCTION LIMITS

BURIAL AREA

PROPOSED FENCE

PROPOSED CONCRETE PVMT

PROPOSED BITUMINOUS PVMT

PROPOSED PERMEABLE PAVERS

PROPOSED RETAINING WALL

CIP RETAINING WALL. SEE SHEET S101.

REBUILD ENTRANCE RAMP. SEE DETAIL 1/C-505.

CONCRETE SIDEWALK. SEE DETAIL 10/C-505 AND 11/C-505.

CONSTRUCT CITY OF VALLEJO STANDARD CONCRETE

CURB. SEE DETAIL 8/C-504.

CONSTRUCT SURMOUNTABLE CURB. SEE DETAIL 7/C-504.

ACCESSIBLE PEDESTRIAN RAMP.

CONSTRUCT CONCRETE VALLEY GUTTER. SEE

DETAIL 9/C-504.

EXISTING

TUNNEL

TO REMAIN

PARKING SUMMARY

STANDARD STALL (20x9) : 20

STANDARD ACCESSIBILITY (20x9) : 1

TOTAL : 21

M

AT

C H

LI

N

E

- S

H

EE

T C

S1

BF DV

3.2% 2.0%

4.9%

3.9%

6.

6%

10%

10% 3.5% 3.1%

0.

5%

IMHOFF ROAD

AZU

AR R

OAD

AZU

AR R

OAD

5.

0%

5.0%

4.5%

3.1%

2.2%

7.6%

4.0%

34.24±

33.76±

31.59±

30.75±

TW 37.50

BW 34.12

TC 32.75

TC 32.13

TC 33.69±

TW 39.00

TW 36.00

BW 35.00

BW 33.25

G 35.76BW 33.25

TW 36.00

BW 35.79

TW 39.00

G 36.59

G 38.07

G 38.58

FL 38.28

FL 36.59

FL 38.68

G 40.09

G 39.87

39.77

39.55

36.41

G 37.03

42.73

40.48

TC 40.42

TC 37.36 TW 39.32

BW 37.44

TW 40.15

BW 39.79

TW 43.81

BW 41.00

TW 43.28

BW 41.78

TW 39.35

BW 39.05

TW 41.20

BW 40.05

ME 39.30

ME 39.06

G 35.50

TC 35.83

G 35.09

TW 39.38

BW 38.62

G 35.19

G 34.78

G 37.42

G 38.95

G 33.12

G 32.29

TW 38.26

BW 34.57

TW 36.94

BW 33.80

BW 35.93

TW 35.93

BW 38.92

TW 38.92

TW 42.10

BW 42.13

SECTION F

0.

5%

G 35.69

G 38.65

I. 32.50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\

_0 ca d fil es s he et s\

1_ gr ad in g

- p ar ki ng .d w dv an av ed :5

/4 /2

:5 lo t:5 /4

/2

2:

P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

N

0 20' 40'

LEGEND

KEY NOTES

PROP LINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING UNDERGROUND

ELECTRIC

PROPOSED STORM SEWER

1. PROPOSED SPOT ELEVATIONS ARE TO TOP OF FINISHED

SURFACE UNLESS OTHERWISE NOTED IN LEGEND.

2. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING

UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY

AND AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL

CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING

UTILITY LOCATES PRIOR TO STARTING ANY WORK.

3. SEE SHEET CE201 FOR EROSION CONTROL PLAN.

GRADING NOTES

SPOT ELEVATION KEY

EXISTING GRADE

GUTTER FLOW LINE

TOP OF CURB

HIGH POINT ELEVATION

LOW POINT ELEVATION

RIM ELEVATION

EMERGENCY OVERFLOW ELEVATION

TOP WALL ELEVATION

TOP OF STEM WALL

BOTTOM WALL ELEVATION

G

TC

HP

LP

R

EOF

TW

SW

BW

GRADING PLAN - PARKING

CG201

CIP RETAINING WALL. SEE SHEET S101.

EXISTING

TUNNEL

TO REMAIN M

AT

C H

LI

N

E

- S

H

EE

T C

S1

BF DV

SEE DETAIL 1/C-502

FOR RAMP GRADING

3.2% 2.0%

4.9%

3.9%

6.

6%

10%

10% 3.5% 3.1%

0.

5%

IMHOFF ROAD

AZU

AR R

OAD

AZU

AR R

OAD

5.

0%

5.0%

4.5%

3.1%

2.2%

7.6%

4.0%

CO

CO

0.

5%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\

_0 ca d fil es s he et s\

1_ er os io n

- p ar ki ng .d w dv an av ed :5

/4 /2

1:

lo t:5 /4

/2

2:

P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

N

0 20' 40'

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

DRAINAGE ARROW

SILT FENCE

INLET PROTECTION

CONSTRUCTION ENTRANCE

BIO ROLL

EROSION CONTROL BLANKET

KEY NOTES

INSTALL AND MAINTAIN SILTFENCE PERIMETER SEDIMENT

PROTECTION IN TURF AREAS. USE BIO-ROLLS AS NEED IN

PAVED AREA. SEE DETAIL 1/C-504.

INSTALL TEMP ROCK ENTRANCE OR HARD SURFACE

ASPHALT/CONCRETE AT CONSTRUCTION INGRESS &

EGRESS LOCATION PRIOR TO EXCAVATION. MAINTAIN

THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS.

SEE DETAIL 2/C-504.

INSTALL PERMANENT RIPRAP AT PIPE END.

SEE DETAIL 3/C-504.

EROSION & SEDIMENT

CONTROL PLAN - PARKING

CE201

BF DV

M

AT

C H

LI

N

E

- S

H

EE

T C

E1

AR R

OAD

AZU

AR R

OAD

CO

CO

129 LF 6" A

WWA C900 W

M

BURY 3' M

IN.

108 LF 4" P

ERFORATED DRAIN TILEFES OUTLET

I. 32.50

SEE DETAIL 4/C-501

PERMEABLE PAVERS

SEE DETAILS 4 AND 5

ON SHEET C-504

90 LF 6" AWWA C900 WM

BURY 3' MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\

_0 ca d fil es s he et s\

1_ ut ilit y

- p ar ki ng

.d w dv an av ed

:5 /4

/2

1:

lo t:5

/4 /2

2:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

N

0 20' 40'

LEGENDLEGEND

PROPERTY LIMITS

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING WATERMAIN

EXISTING ELECTRIC

EXISTING FENCE

EXISTING GUARD RAIL

EXISTING HYDRATE AND GV

EXISTING STORM SEWER INLET

PROPOSED STORM SEWER

PROPOSED SANITARY SEWER

PROPOSED WATERMAIN

PROPOSED FENCE

KEY NOTES

UTILITY PLAN - PARKING

CU201

INSTALL 22.5° BEND AS SHOWN.

INSTALL 45° BEND AS SHOWN.

PROPOSED HYDRANT WITH 6" LEAD AND 6" GATE

VALVE. SEE DETAIL 3/C-505.

6" GATE VALVE AT CONNECTION TO EXISTING LINE.

CONNECT TO EXISTING WATER VALVE WITH WET

TAP AND GATE VALVE.

INSTALL 6x6 TEE CONNECTION.

BF DV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\

_0 ca d fil es s he et s\

1_ de ta ils pa rk in g.

dw dv an av ed

:5 /4

/2

1:

lo t:5

/4 /2

2:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

DETAILS - PARKING

C-504

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

DIRECTION OF

RUNOFF FLOW

2' M

IN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOILMETAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" M

IN

6" MIN.

50' MINIMUM

AS REQUIRED

6" M

IN

IM

U M

1"-2" WASHED ROCK

1 SILT FENCE

NTS 2 CONSTRUCTION ENTRANCE

NTS

8 VALLEJO CITY CURB DETAIL

NTS

2 " CALTRANS SEC 39-2

BITUMINOUS WEAR (MIN.)

CALTRANS SEC 92 TACK COAT

2" CALTRANS SEC 39-2

BITUMINOUS NON-WEAR (MIN.)

8" CALTRAN CLASS II AGGREGATE BASE (MIN.)

SUBGRADE TO BE TESTED & APPROVED BY

GEOTECHNICAL CONSULTANT, OR THEIR REPRESENTATIVE.

5 BITUMINOUS PAVING SECTION

NTS

10 SIDEWALK

NTS

16-GAUGE STEEL MOUNTING

BRACKET, 2 EACH SIGN

18-GAUGE STEEL WITH BLUE

BACKGROUND, 12" WHITE

BORDER, 1" WHITE LETTERS

AND WHITE DISABLED SYMBOL,

ALL OF REFLECTIVE SHEETING

VAN-ACCESSIBLE PANEL ONLY

WHERE INDICATED, SEE PLANS

HEAVY-DUTY STEEL U-CHANNEL

POSTS, GALVANIZED FINISH, ULINE

H-1662 OR APPROVED EQUAL.

GROUND SURFACE

6 ACCCESSIBLE SIGN DETAIL

NTS

4" 4"

6' -4

VA

N A

C C

ES

SI

BL

E)

6' -8

ST

AN

D

AR

D

8' -0

NOTES:

1. CROSS SLOPE OF GUTTER SAME AS PAVEMENT

2. AT ALL TRENCHES 2-#4 REINFORCING RODS SHALL BE PLACED

IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH

1/4" RAD. 10" RAD.

14"

24"4"

PAVEMENT

COMPACTED AGGREGATE BASE

APPROVED

SUBGRADE (95%

COMPACTION OR

GREATER)

6"

7 SURMOUNTABLE CURB

NTS 9 VALLEJO CITY VALLEY GUTTER DETAIL

NTS

4 JOINTING DETAIL

NTS

Z Z

Z Z

CONTROL JOINT

EXPANSION JOINT

PROVIDE EXPANSION JOINTS AT SIDEWALK AND RETAINING WALL

INTERFACE, AS WELL AS EVERY 24 FEET OF CONTINUOUS SIDEWALK

AND AT SIDEWALK INTERSECTIONS.

PROVIDE CONTROL JOINTS PER

MANUFACTURER RECOMMENDATIONS.

1/8" R (TYP)

D /4

1/8"

3/8"

JOINT SEALER PER

SPEC SECTION 321373

PREMOULDED EXPANSION JOINT FILLER

CONFORMING TO SPEC SECTION 321373

NOTE: JOINTS CAN BE SAW CUT.

11 PEDESTRIAN PAVEMENT

NTS

95% COMPACTED

SUBGRADE

4" CALTRANS SEC 26 CLASS 2

AGGREGATE BASE (MIN.)

4" CONCRETE PAD

4000 PSI, 6% AIR ENTRAINED

3 RIP RAP DETAIL

NTS

SECTION A-A

NOTE:

ONE CUBIC YARD IS

APPROXIMATELY 1.4 TONS.

PLAN

RIPRAP

NONWOVEN GEOTEXTILE FABRIC

EXTEND 1' UNDER FES AND BEHIND CURB

4"4"

B

A

B 2'

4"

4"

6"

SECTION B-B

6"

RIPRAP

NONWOVEN GEOTEXTILE

FABRIC

2'

A

TW 43.29

43.37

43.29

TW 42.79

42.79

TW 42.71

TW 42.67

BW 38.82

BW 39.80

BW 40.80

BW 43.29

5.0% 2.0%

5.

0%

TW 42.01

BW 41.99

SW 43.04

SW 43.00

SW 43.13

SW 43.62

SW 42.34

43.37

4.00

LANDING

10.00

RAMP

6.00

LANDING

4.

00 5.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca c iv il\

_0 ca d fil es s he et s\

1_ de ta ils pa rk in g.

dw dv an av ed

:5 /4

/2

1:

lo t:5

/4 /2

2:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

DETAILS - PARKING

C-505

4' -0

M

AX

CONCRETE

CLASS 2 AGG BASE

CONCRETE

CLASS 2 AGG BASE

SAND BACKFILL

COMPACTED

SUBGRADE SAND BACKFILL

COMPACTED

SUBGRADE

4' -0

M

AX

6"

2%

5%

2%

1A PARKING ENTRANCE - GRADING

1" = 5' 1B PARKING ENTRANCE - DIMENSIONS

1" = 5'

1C PARKING ENTRANCE - CROSS SECTION

NTS 1D PARKING ENTRANCE - CROSS SECTION

NTS

SEE STRUCTURAL PLANS

FOR WALL AND FOOTING DETAILS

4"6"

4"

BW BOTTOM OF WALL AT GRADE

TW TOP OF WALL AT GRADE

SW TOP OF STEM WALL

PARKING ENTRANCE KEY NOTES

SEE STRUCTURAL PLANS

FOR WALL AND FOOTING DETAILS

PERMEABLE PAVERS

SEE DETAIL

SURFACE SLOPE TO

MATCH GRADING PLAN

4.0'

GEOTEXTILE

MEETING AASHTO M288

RESERVOIR STONE

2-3" COARSE

AGGREGATE

CLEAN STONE

(AASHTO SIZE #2) PREPARED SUBBASE

PER GEOTECH REPORT

2'

2 FT WIDE BY 0.5 FT DEEP

CONCRETE EDGE

SLOPE ROCK

BOTTOM TOWARDS

COLLECTION PIPE

PROPOSED

ASPHALT

SECTION

6"

6" PERFORATED

COLLECTION PIPE

W/ SOCK INV. VARIES

2'

4 PERMEABLE FILTRATION SECTION

NTS

PAVERS PER

MANUFACTURER

5 PAVER DETAIL

NTS

PAVERS PER

MANUFACTURER

2 VALVE ASSEMBLY DETAIL

NTS 3 HYDRANT ASSEMBLY DETAIL

NTS

6 TRNECH DETAIL

NTS

AR R

OAD

AZU

AR R

OAD

CO

CO

Dc

Dc

Dc

Dc

Dc

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a

- m ar e is la nd c em et er y im pr ov em en ts ca la c ad fi le s\ _0 sh ee ts

\1

_p ln t.d w js ch m itz er le av ed :4

/2 8/

:1 lo t:5 /4

/2

2:

P

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 04, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

BID DOCUMENTS

2026.05.04

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

N

0 20' 40'

RESTORATION SITE PLAN -

PARKING

LP201

LEGENDLEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

FENCE

RETAINING WALL

SOD WITH IRRIGATION

ROCK MULCH

M

AT

C H

LI

N

E

- S

H

EE

T

LP

BF DV

SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SIZE

SHRUBS

Dc 169 YUKI KABUKI® DEUTZIA

DEUTZIA X 'NCDX3' CONT. 5 GAL.

PLANT SCHEDULE PARKING LOT